newisnew1 Posted September 22, 2012 Report Share Posted September 22, 2012 Un essai de compacité sur un remblai en tuf calcaire, servant de remblai d'enrobage dans une tranchée de conduite, a donné un degré de compacité supérieur à 100% de l'OPN (de l'ordre de 115%), est-ce normal et y'a t-il un risque quand un matériau est surcompacté ??? Quote Link to comment Share on other sites More sharing options...
ramzi2012 Posted September 24, 2012 Report Share Posted September 24, 2012 Quote Link to comment Share on other sites More sharing options...
leila Posted September 24, 2012 Report Share Posted September 24, 2012 1 Quote Link to comment Share on other sites More sharing options...
AliMoh Posted September 28, 2012 Report Share Posted September 28, 2012 Quote Link to comment Share on other sites More sharing options...
ghizlane2012 Posted October 4, 2012 Report Share Posted October 4, 2012 Quote Link to comment Share on other sites More sharing options...
giorgio Posted February 4, 2014 Report Share Posted February 4, 2014 Quote Link to comment Share on other sites More sharing options...
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